Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 12
... shown in the figure . The numerical predictions for the overall operation condition up to the stall point coincide with the experimental data in the case of f 0.35 . Therefore , the calculations were also carried out with the other ...
... shown in the figure . The numerical predictions for the overall operation condition up to the stall point coincide with the experimental data in the case of f 0.35 . Therefore , the calculations were also carried out with the other ...
Page 165
... shown in Figs . 10 and 11. As we shall see , 3.1 sec is a wet natural period of the MOB in vertical bending . The y - displacements of the MOB are nearly symmetric , with corners 1 , 2 , 7 , and 8 responding similarly , and corners 3 ...
... shown in Figs . 10 and 11. As we shall see , 3.1 sec is a wet natural period of the MOB in vertical bending . The y - displacements of the MOB are nearly symmetric , with corners 1 , 2 , 7 , and 8 responding similarly , and corners 3 ...
Page 203
... shown in Fig.2.5 . With the barrier , the water flow into the moon - pool is decelerated and thus the opposing flow coming back via the reflection at the end - wall of the moon - pool is weakened as well . As is shown in the same figure ...
... shown in Fig.2.5 . With the barrier , the water flow into the moon - pool is decelerated and thus the opposing flow coming back via the reflection at the end - wall of the moon - pool is weakened as well . As is shown in the same figure ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind